SR-994 (SW 200 St) over BLACK CREEK CANAL C-1-W


+25.57028, -80.37750
25°34'13" N, 80°22'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR-994 (SW 200 St) over BLACK CREEK CANAL C-1-W
Structure number:870633
Location:SW 130 Ave / SW 200 St
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:29.2 ft. [8.9 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,500 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:83.7 tons [76.1 metric tons]
Inventory rating:50.3 tons [45.7 metric tons]
Sufficiency rating:76.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201576.9GoodGoodGoodVery GoodFO17500
April 201377.0GoodGoodGoodGoodFO16400
April 201177.0GoodGoodGoodGoodFO16400
April 200977.0GoodGoodGoodGoodFO16800
May 200778.0GoodGoodGoodGoodFO15900
June 200577.9GoodVery GoodVery GoodVery GoodFO17900
June 200378.2GoodVery GoodVery GoodVery GoodFO12700
June 200178.4GoodVery GoodVery GoodVery GoodFO10200
June 199979.7GoodVery GoodVery GoodVery GoodFO20900
June 199776.5GoodVery GoodVery GoodVery GoodFO20900
June 199578.4GoodVery GoodVery GoodVery GoodFO5700
June 199378.4Good-Very GoodVery GoodFO6119
August 199178.4Good-Very GoodVery GoodFO6119